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dc.contributor.authorCabral, Antonio Eduardo Bezerra-
dc.contributor.authorSchalch, Valdir-
dc.contributor.authorDal Molin, Denise Carpena Coitinho-
dc.contributor.authorRibeiro, José Luis Duarte-
dc.contributor.authorRavindrarajah, Rasiah Sri-
dc.date.accessioned2013-08-05T18:07:05Z-
dc.date.available2013-08-05T18:07:05Z-
dc.date.issued2007-
dc.identifier.citationCABRAL, A. E. B. et al. Ultimate shrinkage modeling of recycled aggregate concrete. In: INTERNATIONAL CONFERENCE ON ENGINEERING AND ENVIRONMENT, 2007, Phuket. Anais… Phuket: PSU-UNS, 2007.pt_BR
dc.identifier.urihttp://www.repositorio.ufc.br/handle/riufc/5508-
dc.description.abstractData of recycled aggregate concretes shrinkage used to produce a linear model was proposed to predict the ultimate shrinkage. The fine and coarse recycled aggregates were made from crushed and sieved concrete, mortar and red ceramic. The proposed model shows the ultimate shrinkage of all recycled concretes are greater than the referential concrete. According to the proposed model, the recycled mortar fine aggregate is the most influential aggregate and the recycled mortar coarse is the less influential one in affecting the ultimate shrinkage of recycled aggregate concrete.pt_BR
dc.language.isoenpt_BR
dc.publisherInternational Conference on Engineering and environmentpt_BR
dc.subjectConcretopt_BR
dc.subjectModelagempt_BR
dc.titleUltimate shrinkage modeling of recycled aggregate concretept_BR
dc.typeArtigo de Eventopt_BR
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